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    Restrained Shrinkage Cracking and Dry Shrinkage of Rapid-Set Prepackaged Cementitious Materials

    Source: Journal of Materials in Civil Engineering:;2016:;Volume ( 028 ):;issue: 006
    Author:
    Zhifu Yang
    ,
    Heather Brown
    ,
    Jon Huddleston
    ,
    Wayne Seger
    DOI: 10.1061/(ASCE)MT.1943-5533.0001504
    Publisher: American Society of Civil Engineers
    Abstract: The dry shrinkage characteristics of 23 rapid-set prepackaged cementitious materials collected from the current market have been investigated in this study. The materials showed various trends and rates of free dry shrinkage strain development. Overall, most materials had the free dry shrinkage of less than 0.05% at 28 days; however, only materials with the 28-day free dry shrinkage of less than 0.025% were observed to exhibit a low risk of restrained shrinkage cracking. The restrained shrinkage cracking typically occurred within a week after casting primarily because of the rapid growth of dry shrinkage during this period. A higher free dry shrinkage strain or a higher rate of free dry shrinkage strain development at the early age normally resulted in an earlier formation of cracking and a larger crack size during the restrained shrinkage test. Coarse aggregate extension reduced the free dry shrinkage and the risk or the size of restrained shrinkage cracking or delayed the time of restrained shrinkage cracking.
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      Restrained Shrinkage Cracking and Dry Shrinkage of Rapid-Set Prepackaged Cementitious Materials

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4243972
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    contributor authorZhifu Yang
    contributor authorHeather Brown
    contributor authorJon Huddleston
    contributor authorWayne Seger
    date accessioned2017-12-30T12:58:00Z
    date available2017-12-30T12:58:00Z
    date issued2016
    identifier other%28ASCE%29MT.1943-5533.0001504.pdf
    identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4243972
    description abstractThe dry shrinkage characteristics of 23 rapid-set prepackaged cementitious materials collected from the current market have been investigated in this study. The materials showed various trends and rates of free dry shrinkage strain development. Overall, most materials had the free dry shrinkage of less than 0.05% at 28 days; however, only materials with the 28-day free dry shrinkage of less than 0.025% were observed to exhibit a low risk of restrained shrinkage cracking. The restrained shrinkage cracking typically occurred within a week after casting primarily because of the rapid growth of dry shrinkage during this period. A higher free dry shrinkage strain or a higher rate of free dry shrinkage strain development at the early age normally resulted in an earlier formation of cracking and a larger crack size during the restrained shrinkage test. Coarse aggregate extension reduced the free dry shrinkage and the risk or the size of restrained shrinkage cracking or delayed the time of restrained shrinkage cracking.
    publisherAmerican Society of Civil Engineers
    titleRestrained Shrinkage Cracking and Dry Shrinkage of Rapid-Set Prepackaged Cementitious Materials
    typeJournal Paper
    journal volume28
    journal issue6
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0001504
    page04016014
    treeJournal of Materials in Civil Engineering:;2016:;Volume ( 028 ):;issue: 006
    contenttypeFulltext
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